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539 ATLANTIC BEACH CT RES-17-0223 REV FOR PRODUCT CODES CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 F REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit_ Corrections to Comments_ Permit# t=7'j U�Z3 Project Address CAV/ f — PSL k/N GY'/ Contractor/Contact Name �/ 5 r U eL WVP Phone '(t— (�� Email Description of Proposed Revision/Corrections: Permit Fee Kue$ O.00 d JR VV\ fid, ( -� Additional Increase in Building V ue $ Additional S.F. By g below,I ✓ 7 V\ affirm the Revision is inclusive of the proposed changes. (printed name) Signature o c /Age ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments6mjOG/ 7a p -�e -Y-6 (Sopy 0 Pa, �'e`e• ment Review Required: Building Zoning Reviewed By Tree Administrator Public Works Public Utilities 6-16- -?U! Public Safety Date Fire Services ,14w FLORIDA PRODUCT APPROVAL '!,,,, GulfCosst SUPPLY & MANUFACTURING a f • FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 Product Evaluation Report , GULF COAST SUPPLY& MANUFACTURING, LLC. 24 Ga. GulfLokT m 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.9 R3 Florida Building Code 2017 REVISION Per Rule 61 G20-3 BP#�S/7 o2,2 3 Method: 1 -D DATE 6 / /6 lcpolY SIGNED Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ;Op,NlE . S, Newberry, FL 32669 -��ENSF yy *;• No. 7551.9 Engineer Evaluator: = _ Dan Kuhn, P.E. #75519 STATE of �¢•: Florida Evaluation ANE ID: 10743 :�.�•. Al .• �: =,Fs•.�o R�o.P.•Via`�: SNA L �NG�+.• Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT 1200 CUNT MOORL RD. SUITE 9.BOCA RATON. • • Gul�.\ lCoast "llSUPPLY & MANUFACTURING 7 -IN FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/s" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0235" Minimum Width: 16" Coverage Maximum Female Rib: 7/s" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum '-%2" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Design Pressures Roof Areas iAssembly A Issernbly B Assembly C Assembly D Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf Fastener Spacing 10 '/a" O.C. /e"O.0 51/8"O.0 51/8"O.0 Sealant No No Yes No Panel Clip No No No Yes *Design Pressure includes a Safety Factor .0. FL#11651.9 R3•OCTOBER 5,2017 PRODUCTEVALUATION REPORT FLORIDA PRODUCT APPROVAL G ulfCoast SUPPLY & MANUFACTURING `W p{t: • Y FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 -Test for Uplift Resistance of Roof Assemblies • UL 1897-12 -Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0089T-05 Dated 06/2005 2. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301 T-1 OA-C, Dated 07/262013 3. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/12/2012 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT REPORT FLORIDA PRODUCT Gulf Coast SUPPLY & MANUFACTURING .'W?'W-F-1111"W 14!1TV 14.17C 7 T I I + R FLORIDA PRODUCT APPROVAL NO. 11651.9 R3 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.9 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT �` ENGINEER'SCoast SUPPLY & MANUFACTURING AT4,170,7.11 It FLORIDA PRODUCT APPROVAL NO. 11651.PCR-1i ENGINEER LOAD TABLE: 24 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height <_ 20'-0"; Roof Slope: 2"112" - 12"112" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category Il, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON ER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SP NG SPACING SPACING SPACING SPACING SPACING CDX ZONE 1 (1)#10-12x1" PLYWOOD ASSEMBLY A ASS LY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 2 (1)#10-12x1" PLYWOOD CDX ASSEMBLY A ASS BLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ZONE 3 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASS LY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY13 ASSEMBLY C 1.)PANEL DESCRIPTION:GULFLOK'm, MIN. 24 GA,7/8" RIB, " MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:81.75 PSF AT 101/4" O.C.ASSEMBLY A, 96.75 PSF AT 51/s"O.C.ASSEMBLY B, -121.75 PSF AT 51/s"O.C. WITH SEALANT ASSEMBLY C, -161 PSF AT 5Ya"O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.)PLYWOOD DECKING:MIN.15/32" THICK,APA RATED PLYWOOD,GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. -ZONE 2 NIP ROOF a, Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 40%of the mean height of the roof,whichever is smaller, however,(a)cannot be a less than either 4%of the minimum width of the building or 3 feet. RIDGE ASSEMBLY A/B 16"COVERAGE ZONE 1 T� (1)#10-12 X 1'TYPE A PANCAKE EAVE SPACING:SEE UPLIFT TABLE ZONE 2 GABLE ROOF a, ASSEMBLY C 'a 1/4'-5/15 DIAMETER BEAD OF TITEBOND SEALANT— RIDGE I1)#10-12 X 1-TYPE A PANCAKE AA SPACING:SEE UPLIFT TABLE a `a ASSEMBLY D W/CLIP ZONE 1 -- Gulf�Xl' k'"CUP 2GA ��I)#10-12 �APANC�AKE �� ZONE 3 EAVE SPACING:SEE UPLIFT TABLE FL#11651.9 R3•OCTOBER 5,2017 PRODUCT REPORT